• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
WEI Shi-ming, CHAI Jing. Surface pasting methods and analyses of strain transfer in rock deformation tests using FBG[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 587.
Citation: WEI Shi-ming, CHAI Jing. Surface pasting methods and analyses of strain transfer in rock deformation tests using FBG[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 587.

Surface pasting methods and analyses of strain transfer in rock deformation tests using FBG

More Information
  • Published Date: April 14, 2011
  • The key technology and theory of rock deformation tests using fiber Bragg grating (FBG) sensing are studied, and the surface pasting method to be applied in uniaxial compression experiments is proposed. A strain transfer model of fiber sticking on surface is established, and the strain transfer coefficient is obtained by deducing. On such a theoretical basis, a comparative experiment in MTS is conducted, and the tests are along the axial and radial directions. The results indicate that the converted axial strain of FBG accords with that of MTS, and the relative error rate is only 2.8%. The effect of the ring strain tests is better than that of MTS radial strain gauge, and the two methods are all obviously better than the electrical strain gauges at the same position. This validates the proposed transfer model of surface pasting and also indicates that this method can be used in rock uniaxial compression experiments. Compared with the traditional tests, FBG has unexampled advantages. It has important meaning to increase the test level of rock deformation and to achieve long-term and on-line monitoring in rock engineering.
  • Related Articles

    [1]SHI Rui, WEN Zhi, GAO Qiang, WEI Yan-jing. Correction calculation method for axial force distortion of cast-in-place piles in permafrost regions considering non-load deformation[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(10): 1942-1950. DOI: 10.11779/CJGE202210021
    [2]LIU Yong-chao, WEI Chao-qun, LU Hong-yu, LI Gang. Sinking mechanism of inclined static piling method and its application in soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 158-161. DOI: 10.11779/CJGE2021S2038
    [3]ZHU Yan-peng, WANG Hai-ming, YANG Kui-bin, YANG Xiao-hui. Experimental study on bearing characteristics of micro steel tube piles in loess fill foundation[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 198-204. DOI: 10.11779/CJGE2018S1032
    [4]Treatment of sloping prestressed pipe piles in soft soil[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(6).
    [5]SHEN Shuilong, CAI Fengxi, LI Tingping. Analysis of the internal forces in lining caused by rolling correction of DOT shield[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1563-1567.
    [6]WANG Baoxun, LI Xibing, ZHANG Zhongyong, ZHENG Zuodong. Rectification and reinforcement of inclined dwelling house[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 906-909.
    [7]XU Jinjun. Causes of breakage of tube pile and practical study on rectification-joining method[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(4): 491-494.
    [8]FANG Rongxuan, SHANG Pengyu, DUAN Wuli. Design and practice for rectification of building on collapsible loess ground[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 475-478.
    [9]NG, C.W.W. In-flight centrifuge modeling of vertical relief boring technique[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 299-303.
    [10]Liu Mingzhen. Pit Underpinning Employed to Re-Align Column Footings[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(6): 89-95.

Catalog

    Article views (1288) PDF downloads (551) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return